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    Prediction of the Compressive Strength from Resonant Frequency for Low-Calcium Fly Ash–Based Geopolymer Concrete

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 004
    Author:
    Yang Chen;Gupta Rishi
    DOI: 10.1061/(ASCE)MT.1943-5533.0002228
    Publisher: American Society of Civil Engineers
    Abstract: This study focuses on using fly ash to produce a cement-free geopolymer concrete. The combination of potassium hydroxide (KOH) and potassium silicate solution (K2SiO3) was used as the alkaline activator to initiate the geopolymerization reaction. The water immersion curing method was used. The concrete specimens were first cured at 6°C for 24 h, followed by ambient temperature curing until testing. The effect of concentration of KOH and the ratio of K2SiO3 to KOH (PS/PH ratio) on the compressive strength was investigated. The experimental results revealed that the geopolymer concrete activated with 14M KOH solution with the PS/PH of 2. exhibited the highest strength. This study also proposes a nondestructive method for the prediction of compressive strength. By using multiple regression technique, an accurate predictive relationship was established between the compressive strength and the longitudinal resonant frequency. The effectiveness and the accuracy of the proposed equation were proven by applying it to a previous study by another researcher.
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      Prediction of the Compressive Strength from Resonant Frequency for Low-Calcium Fly Ash–Based Geopolymer Concrete

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4247600
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    contributor authorYang Chen;Gupta Rishi
    date accessioned2019-02-26T07:31:33Z
    date available2019-02-26T07:31:33Z
    date issued2018
    identifier other%28ASCE%29MT.1943-5533.0002228.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4247600
    description abstractThis study focuses on using fly ash to produce a cement-free geopolymer concrete. The combination of potassium hydroxide (KOH) and potassium silicate solution (K2SiO3) was used as the alkaline activator to initiate the geopolymerization reaction. The water immersion curing method was used. The concrete specimens were first cured at 6°C for 24 h, followed by ambient temperature curing until testing. The effect of concentration of KOH and the ratio of K2SiO3 to KOH (PS/PH ratio) on the compressive strength was investigated. The experimental results revealed that the geopolymer concrete activated with 14M KOH solution with the PS/PH of 2. exhibited the highest strength. This study also proposes a nondestructive method for the prediction of compressive strength. By using multiple regression technique, an accurate predictive relationship was established between the compressive strength and the longitudinal resonant frequency. The effectiveness and the accuracy of the proposed equation were proven by applying it to a previous study by another researcher.
    publisherAmerican Society of Civil Engineers
    titlePrediction of the Compressive Strength from Resonant Frequency for Low-Calcium Fly Ash–Based Geopolymer Concrete
    typeJournal Paper
    journal volume30
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002228
    page4018050
    treeJournal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 004
    contenttypeFulltext
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